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- CROSS-AUS Newsletter 2 (1)
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CROSS regions
Steelwork splices do not match design calculations
Remedial works had to be carried out after it was found that steelwork splices on site did not match calculations which were retrospectively provided by a contractor.
29 March 2021
CROSS Safety Report
Report ID: 916
Region: CROSS-UK
Roof collapse at a social club
This is a report about a roof collapse that occurred, in about 1985, because only half as many parallel faced timber roof trusses were installed as there should have been.
30 June 2022
CROSS Safety Report
Report ID: 942
Region: CROSS-UK
Risk in notching timber studs
During the construction of a block of apartments a reporter found a couple of locations on an external fourth floor wall where the load-bearing studs had been notched well past permissible depths.
1 January 2011
CROSS Safety Report
Report ID: 209
Region: CROSS-UK
Litigation on divided responsibilities
Divided design responsibilities, says a reporter, are a common source of litigation.
1 January 2013
CROSS Safety Report
Report ID: 229
Region: CROSS-UK
Temporary movement joint in slabs not installed correctly
Dowels in temporary movement joints for a slab were not installed correctly, impacting the structural behaviour.
29 March 2021
CROSS Safety Report
Report ID: 998
Region: CROSS-UK
Poor quality design leads to failure for a small design and build contract
An example of a small design and build contract where poor design and management led to an inadequate structure being built.
6 June 2022
CROSS Safety Report
Report ID: 1088
Region: CROSS-UK
Wind damage to secondary elements
A period of storm force winds, with wind speeds approaching design levels, resulted in damage to secondary roofing and cladding elements.
1 July 2006
CROSS Safety Report
Report ID: 42
Region: CROSS-UK
Steelwork connection design
A reporter is concerned that on small domestic projects, steelwork fabricators are appointed who do not have the expertise to design connections or prepare fabrication drawings.
1 October 2013
CROSS Safety Report
Report ID: 393
Region: CROSS-UK
Lack of lateral stability in steel frame
Concerns were raised after the steel frame of a building was found to have a lack of horizontal and vertical bracing.
1 July 2016
CROSS Safety Report
Report ID: 540
Region: CROSS-UK
Collapse of infill wall panel
A blockwork infill wall panel approximately 4m wide and 9m high between two building collapsed in high winds.
1 July 2015
CROSS Safety Report
Report ID: 511
Region: CROSS-UK
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